Canberra Wall Frames v White
[1999] FCA 1810
At a glance
Source factsCourt
Federal Court of Australia
Decision date
1999-12-24
Before
Gyles JJ
Source
Original judgment source is linked above.
Judgment (11 paragraphs)
THE COURT: 1 This is an appeal from a judgment of the Supreme Court of the Australian Capital Territory, which awarded Ian John White ("the respondent") judgment in the sum of $179,973.95 against Canberra Furniture Manufacturing Pty Limited, Dawe Industries Pty Limited and Dosyo Pty Limited, together trading as Canberra Wall Frames ("the appellant") for damages for negligence giving rise to personal injury. In the course of the judgment, a defence of contributory negligence was rejected. This appeal is restricted to that issue.
Salient facts 2 The appellant was a manufacturer and supplier of timber cottage frames. On or about 10 March 1994 it supplied to Sitecove Pty Limited ("the builder") timber wall frames for a cottage to be erected on Lot 24, Section 109, Conder, in the Australian Capital Territory. The builder subcontracted to the respondent and his son, Neil White, who operated in partnership, the task of erecting the timber wall frames supplied by the appellant, and then to erect roof trusses on that frame. 3 His Honour's account of the facts is as follows: "The plaintiff went to the site in Conder in March 1994. The frames were on the site. The first thing that was done was for the plaintiff and his son to mark out the slab with chalk, open the bundle of frames all strapped together and go ahead with the numbers and stand the sections of frame up in their correct positions. Having put the frames up, the frame would be braced to hold them secure. The floor plate, which is the bottom plate of the frame, was nailed down to hold it in position. The top horizontal piece of each frame was known as the top plate. In the course of carrying out that work, the plaintiff noted that frame 39 had a problem at the end of the cavity slider where it met frame 38. It appeared to the plaintiff at the time, while they were erecting the wall frames, that frame 39 needed a stud underneath the plate. No extra timber had been supplied and there was nothing marked on the plan to indicate that something had to be done to rectify the defect which the plaintiff saw. They went ahead with the work in the hope that the builder would come along and sort out the problem. The builder never arrived and the plaintiff and his son went ahead and completed the job. It emerged in cross-examination that in order to attach the top plate of frame 39 to the top plate of frame 38, the plaintiff or his son skewed three or four nails into frame 38. There was also a gang nail over the top. A gang nail is a metal plate with spikes in it. It took two days to erect the frame on the site. The roof trusses were not on the site during that period. The plaintiff and his son left the job and went to another job. Approximately two days later they returned to the site. The trusses were on the site laying across the wet areas at the back of the house on the erect frames. They were resting on the top plate of two load bearing walls, which were external walls, and resting on the internal frames. The plaintiff and his son then set the whole roof out on the top plate by walking around the top plate of the erected wall frames. Having done that, they set about putting the trusses in position. To do that the plaintiff and the son followed the usual practice of walking on the top plate and carrying the trusses into position. They worked on 16 March and knocked off, intending to get an early start the next day, which they did. The first truss that they moved on the morning of 17 March was a girder truss which had to go across the garage sections of the house. A girder truss is generally a stronger truss. It is a bit heavier as it has brackets bolted to it and a lot of other trusses fit onto it and it carries the weight. The subject girder truss was made of hardwood and weighed about 80 or 90 kilograms. Hence it was fairly heavy and it was a two man job to move it. The son was carrying the truss on the external wall and the plaintiff was starting to walk from bedroom 2 along frame 39 towards frame 38. When he got halfway across, the plate gave way beneath him and he fell to the concrete slab hitting his chin on the truss on the way down and landing on his "rump" on the floor, mainly on his left side. He immediately felt terrible pain and knew there was something wrong. A person working next door heard the plaintiff scream, came over and by the use of a mobile phone rang an ambulance. The plaintiff was conveyed to the Woden Valley Hospital. His contention was that frame 39 was defective. The top plate was short. It should have butted right into frame 38." (our emphasis) 4 It was common ground that frame 39 as supplied by the defendant was shorter than its top plate and a packing stud would have been required, at least as a temporary prop. His Honour held that it was clear that frame 39 needed some attention beyond that given to it before anyone walked on it. It was unsafe to walk upon otherwise. 5 His Honour's conclusion as to negligence was as follows: "I conclude that in supplying frame 39 in that condition, the defendant was under a duty of care to the plaintiff and his son to supply frames that were safe to walk upon as was customarily done in the housing construction industry. The defendant was guilty of a breach of that duty of care in failing to complete the timber frame 39, failing to provide instructions to the plaintiff of the need to do some work on the frame before walking on it, failing to warn the plaintiff that a stud was missing and failing to advise or direct the plaintiff not to walk on the top plate of frame 39 because there was a stud missing." In making these findings, his Honour had regard to expert as well as lay evidence. 6 There were essentially three bases alleged to constitute contributory negligence: (1) measures which could have been taken on the day of the accident to provide a safe platform for working; (2) the failure to do anything when the deficiency was found, such as using spare timber to fill the gap or alerting either the builder or the manufacturer to the defect and seeking a solution from either or both of them; and (3) breach of reg 73 of the Regulations under the Scaffolding and Lifts Act, 1912-1948 (NSW) in their application to the Australian Capital Territory pursuant to the Scaffolding and Lifts Act 1957 (ACT).